STRENGTH AND STRAIN CAPACITIES OF CONCRETE COMPRESSION MEMBERS REINFORCED WITH FRP

By G. Campione, N. Miraglia. 2003

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FRP-confined concrete members: Axial compression experiments and plasticity modelling (2007, methodology): “Other proposed models have been calibrated using tests from circular FRP confined sections [1,2,15] and then modified for use in rectangular sections.”
Design-Oriented Stress-Strain Model for FRP-Confined Concrete in Rectangular Columns (2003, methodology): “Campione and Miraglia [22] proposed the following equation for predicting the ultimate axial strain of confined concrete "cu in square columns:”
Fundamental Principles That Govern Retrofitting of Reinforced Concrete Columns by Steel and FRP Jacketing (2006, methodology): “Stress-strain models of concrete confined by rectilinear jackets have been derived directly from tests by a few researchers (Demers and Neale 1994; Restrepol and De Vino 1996; Mirmiran et al. 1998; Harries et al. 1998; Rochette and Labossière 2000; Pessiki et al. 2001; Wang and Restrepo 2001; Parvin”